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TOP OF FWE MUST BE V.&
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STD. FIN. FL
SCALE V4' . 11-w
SEE DETAILS AND NOTES ON
PLANS FOR RAISED FLOOR
AREAS AS SHOWN HERE
ON SECOND LEVEL AREAS
AS CALLED OUT PN PLANS
OS DAYID MORTON VA.A, DAVID MORTON DE IGNI R/ VAUM
1 ARE THE SOLE PROPERTY OF DAVID MORTON
DRTON DESIGNER/ BUILDER. ANY REPRODUCTION
RT OF THESE PLANS WITHOUT THE WRITTEN
! COPYRIGHT OWNER IS NOT PERMITTED.
u_-
DCD FRIEZE BOARD
m
)D CORNER TRIM
AS SPEC'D
D0 ON D00 FASCIA _
VENEER -
HEAD, 6100 AND SILLS
KNEE WALL
AT GARAGE H..
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DATE: 03-21-03
DRAWN BY: J.HOLLEY.
SCALEs AS SHOWN
REVISIONS:
04-24-03: REVIEW SST
05-29-03s REVIEW SET 2
01-09-031 PRELIMINARY PLAN
REVIEWS TOTAL FROM 01-09-03
TO FINALS EXCESS OF DATING
03-24-04: FINAL CONSTRUCTION SET
FRONT 4 RIGHT ELEVATIONS
SHEET
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B2 BOARD
X& FRIEZE BD.
doLDIIJE
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VENEER
bILJ.
PATTERN AS SPECT)
/ENEER TO SILL
TE ON FOUNDATIONS
VITIONAL 2 DEFT
THIS END FOR
MASTIC SUITE
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DATE: 03-21-03
DRAWN BY: J.HOLLEY
SCALE: AS 814OWN
REVISION$:
04-24-03. REVIBU SET
09-29-03. REVIEW SET 2
01.09.03: PRELIMINARY PLAN
REVIEWS TOTAL FROM 09-09-03
TO FINALS EXCESS OF DATING
03-2.4-04: FINAL CONSTRUCTION SET
REAR t LEFT ELEVATIONS
SHEET 2
0
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N
'--------------'- +---------------------------� -_'--------------'-
1�
11 11
11 II
. 11
II II
11 II
i STONE WRAPPED COI -LIMNS
TO SUPPORT DECK ABOVE
1 1
is
11 „
11
J
PATIO AS SPECS FLAT DECK AREa
rt7---- ABOVE HERE, FINISH t ----TII TII
' a
N THIS AREA ' ! , AND MATERIAL AS SPW%)
m
•11---_• •__-
2'-0" 6'-4" 2'$ '-6'" 9'$' 2'$'�^�■ 2 .
S'-4' 2!-'%a 4'-4" 4'-4" 4!-3140is
11 _�
CW159/P3555/CW05 _ _ _ _ B
-' 11 --------------- -
11 ,
CW155/P3585/CWI85 11 ,' '
11 , . 1
., P3548 rR/'7i/ P3545
%`, AR351 AN61 AR331 1 1 ' '2W x W -W ' T
�' `•
----------------------------------------------------------------- S+ 1 �- r---- ------
%----------------1_
' •;��' MAXIMUM POUR® WALL N0 .---------------------- -ZZZZ= ----- -- 3'-0'
i, N WINDO111111D ARBA* W �•---------------------------------------------------------------------- --- ---- 1 •----------------------------+ I
UNUM NOW OTN1111111:1UISIt• 1 1
i, WINDOWS FOR EGRESS MUST BE
BRICK WLLS N AAND OUT AT
-------- --------- - ;1 6MI_D AS ACCORDING TO ; ARC IED OPENINGS, BRICK TO
1 Y-8" 'i 'AND BOTTOM OF WINDOW O BE a ' ' UNDER SIDE OF WINDOW THRU
1
------ _ MAX. HT. 421 A.F.F. BAY AREA, AND AT BAR AS 1 I
1 1 I 1 1
I I � 81'ECIFIi:D BY CONTRACTOR I 1
1 1
1 1 1 1
11 Ila I 1
1
ol
1 ADD 24' N W. TO ALL ! 1 I 1 1
FOUNDATION WALLS THM U
' ° BASEMENT LAYOUT Q ; I I � THICKEN SUJUB UNDER ALL
AREAS SHOWN ,AS SUCH g a $ = t- O NTERIOR WALLS WHERE
EITHER IN CONCRETE OR 8 9 POURED CONC. IIIAI I IW THICKNEW z BRICK YENIM IS 040M 1 1
01
WOOD FRAMING AS SPHC'D 3 8 E 4 AND REINFORCING STEEL AS RW V BY 8 Fi O I 1
I 1 1 1
1 FOR RAISED MASTER SUITE LOCAL BUILDNG CODES.
_-• I I 1 1
•
4' MMGRAVEI. ��
1 1 1 1
1 Ir-----• 4
8'-01�' 14 =1tin
' so
0 BEARING WALL W/
' 11 r----------- --------------------------------, I I i ICK WALL THIS SIDE
' 81-0. 1 THICKEN® SLAB BY I I THICKEN SLAB T" AREA
----------- --------------------------------- --------------------------------• CONCRETE FLOOR CONT. FOR STONE HEARTH
ol
1 • •;ISTA=t11 ________________ 1 t
i• :SIII 4 D I�1=�' i ' - - - - - - - -- - - - - , _
' •1� �.JIJ • 1 __
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01
• i - ISFARING `. `, CANTILEVER FLOOR JOIST 1 1
i ''1 A �y ��.� AQ -per �`� i i ' i i i i i i i i s i a i L_____ ,
TWICKE?NED SLAB MY ; , HERE FOR BATH AND STAIR
1
LANDING, RI1 IG DOM TO 1 I
1
I ,
CONCRETE R,IOOR CONT. - � � INSULATE
' •------------------------------------------------------------- ---- ---- ---- - -------- ' /A�S��R/6�L3�JI�R_® I 1
1 1 COINCRETE
• 1 t
t 1 1 1 1
'_
--
' 'r ------------------------------ 3 ------------------------------ = O HVAC
FLOOR N I 1 1 1 1
1 i' ADD 24' N HT. TO ALL • ~` ' ' ' W'-4'
1
" FOUNDATION WALLS THESEJill �`, _ _D_R_ O_P_P_E_D__GIEEL___B__FJ_U_M_ _________ ' _ ___ '_____ ____________ __________ __________ ____
•" AREAS SHOWN AS SUCH '12-II�fF" �` -L---------Y-------------------------------------------- '- 1 1 i i
EITHER N CONCRETE OR d`• �" ~%, AS SIRED BY BUPPLIBi - - - - ------
1 j WOOD FRAMING AS SPWt) ,l�1� ` - ' ' ' OC COPYRI614 2009 DAVID MORTON VAA. DAVE MORTON 01111111106W OAZW t
1 11 FOR RAISED MASTER SUITE 3 DIA. STE3 POST ON • ; _
" 360:C36'X18■ PAD , THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON 1 1
I ° D.B.A. DAVID MORTON DESIGNER/ BUILDM ANY REPRODUCTION x '
' 14'41' I6 =1015' ° N WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
1 11
CONSENT OF THE COPYRKsHT OWNER IS NOT PERMITTED.
� • 11 = 9� I I � `-7lj �
•' rXECIVIS PIT
1
FLOOR DRAM UNFINISHED MECHANICAL
1 11
• SUMP PIT 1
FORM AND DROP CO — U °
DO4' 8 AREA SHOWN PORCH SL N3 GARAGE VL��
WN I 1
•' : _ - - - - - - + 4' COW. SLAB FLOOR OVER .YY11 4' CONC. SLAB FLOOR OVER 1 1
a
' ----------------- ----- ------ I r-- 4 MN. GRAVEL FILL. -----_---+ a 4' MM. AVEFILL. ; i Q
•- 1 . 1 1
' , 1 1
• ------------------------------- --,
------ 1
1 Ih ' r----- --------------
- t 1 I 1 , , 1 ; • i 1 I
SLOPE SLAB TO DOOR I 1
- - • 1 - , 1 1
1 1
♦ • 1 1 1 • • ' 1 1
- , 1
---------------
1 v� V � , - • , � � , I 1
, 1 1
---------------�- -,• I 1 1
' ' I00,
4y.. •.. -JT
' LINTEL AT OVER DIG
AS REQUOU D, ALL 1 1
1 1 . POCKETS BY CONC. 1 1
1 1 = 1 1
WALL CONTRACTOR
1
_ - _ • a1 1 1 I 1
1 1
1 1 1 1
I I 1 1
1' ■ 9'-O' solos
1 ' 1
W-4so )0 �1-0■ 1 1 1 1
,
1 I
1 1
I 1 1 I
1 1
1 I 1 1
FOUNDATION PLAN•---------------------------------------------------------------:
• ---------------------------------------------------------------------
2'-2' 2'-4' Jos S'-6' 2'-4' 2'4' SCALE: 1/4" • 1' -Or 3342 S.F.
21.09 1 ¢'-Or 14'•4," 8'-4" 14'-6' 't'-6' 24:-0"
84'-10'
4• C014M SLAB ON 4' MIN.
PEA FILL„ THICKEN EDGE
8' CONCRETE BLOCK
FOUNDATION WALL
S• X W CONTINUOUS REINFORM
v CONCRETE FOOTING
top of floor "&thing
eop of foun"Ion
_
"or fill
top of footing
rt
TYPICAL SLAI3 SECTION
SCALE: 1/2" s 1'-0"
BRICK
WOOD GARAGE
OPENING TRIM--�,,
DROP 8' AT OPENING,
POUR SLAB THROUGH
W/ 1' WATER STOP DRC
0
C.M.U. FOUNDATION WALL
FOUNDATION DETAIL
0 GARAGE OPENING
WALE: 1/2" s 1'-0"
• ALL WINDOWS LISTED ARE
' AS MANUFACTURED 8Y
"ANDERSEN" 400 SERIES
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JIJOGE
FOR TwEm%L•VE.B, THE SUITABILITY OF TM PLANS N RELATIONSHIP
TO THE BUILDING SITE, AND EX16VNG GRADES.
0 THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS N DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES.' IT 16 THE CONTRACTORS FULL
RESPONa1,91LITY To REVIBU ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. TIME CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR EFW.Me IN pESIGN, DIMENSIONS OR OMISSIONS.
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIXES IF NOT SHOWN.
4) ALL WALLS W/ BRICK ARE 1-1/2", ALL OTHERS TO BE 3-1/2• UNLESS
NOTED OTHERWISE ON PLANS.
5) ALL CEILINGS ARE 9' MAIN LEVEL AND W UPPER LEVE. OR AS
NOTED ON PLAN FOR GIVEN AREA.
I&) ALL DISCREPANCIES ARE TO BE BROUGHT TO 114E ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
POURED WNC. WALL
I
-, A
8'X16' C.M.U. OR
POURED CONC.
AS SPECIFIED
#w N •w. •I
MR FOR SHORT WALL
FOR CONCRETE BASEMENT WALL
LINTEL DETAIL FOR SASEMENT
SCALE: 1/4" ■ 1'-0"
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REVISIONS:
04-24-031 REVIEW SET
05-29-03: REVIEW SET 2
01-09-03: PRELIMINARY PLAN
REVIMS TOTAL FROM 01-09-03
TO FINALS EXCESS OF DATING
03-24-04: FINAL CONSTRUCTION SET
FOUNDATION PLAN
SHEET
3
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4
m
2'-0" 6'4" 2'--B" 9'-0
Z -S%v 3'-696" 1 4'-10" 4! -IW
2W
51-4"
----------- ---- ---- +- ----- - -1" ---- .;---- --- ---+ ---- �----------
-----------
STONE
----- STONE WRAPPED COLLIMNB
TO SUPPORT DECK ,ABOVE ; ; -a
PADS TO BE 8 LARGER IN
11 11
1 t SIZE AND 16" DEEP 1 1
;; 11
PATIO A6 SPBGFII� Fll�A�t DECK AREA—, -,
T
TT-'- ABODE HERE, FINISH
1TTI
1
IN THIS AREA Q
■ 1 1 AND MATERIAL AS SPECb ' 1 � Q
"40 m '
3911-48
1
11
1
V-196 W-4'�'-4' W-34" 5'-ZAi" ■
cWt----- ---- 58 ----
I -n
11
F"360 P6045 P3545 ' I I ----; ♦` •----,
AR3131 ANSI ARMI ; , ; I I 2'-O" x 4L0"
------------_-
1
------------------------------------------------------------------------------------ • ----- --• ' ' ------1----y 7
- t I-�--- T_--- ---- /
-------------------------------------------------------------------------------- --- -- -- ------------ --- ---
I 1 1
BRICK WALLS IN AND OUT AT --L-,
ol
ARCHED OPETIINGS, BRICK TO
UNDER 69M OF WINDOW THRU
1 ,
•I I BAY AREA►, AND AT BAR AS
i t I SPECIFIED BY CONTRACTORof
Q WOOD I* WAY UP WALL
TO CHAIR RAIL MOLD, NSTAIISD"
DRINK SHELF THIS III ALL ► I I I I ilo
i
93
' 1 I ■ I I a
` I I R 1 I X
SITTINGS AREA I 1 4
� i-3A8EMWT LAYOUT BILLIARDS AREA 0 � tu.E
9' POURED CON-. WALLA W/ THICKW A 2 Irl 2" 6 $ I
8 JvCARPETAND
REINFORCING STEEL AS RMID BY
S'"
GENERAL PLAN NOTES:
•I
sN
cws/P- M- - iCwms
in
'
; I
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
4" CONC. BLAB FLOOR OVER
MIN. GRAVEL FILL.
TO THE BUILDING SITE, AND EXISTING GRADES.
; I I
ARCHES START AT BO" A.F.F.
4"
6' BEARING WALL W/
--
AND SPRING TO 92" A.F.F.
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
I I
MAXIMUM POURED UTAI.I- HE161s
; ;
AND/ OR STATE BUILDING CODES. IT 16 THE CONTRACTORS FULL
•;
1
------------------- --; - -- THICK BLAB BY
i;
IN WINDOWED AREAS 36" TALL
I
I
STOW HEARTH AND FACE
I I
I 1
UNLESS NOW OTHERIIJIM AL
• -----------
- - - - - _
- - - : C 0NCREf E FLOOR CONT.
WINDOWS FOR EGRESS MUST 19
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
------------------
- -
- - -
- - - - -
- - •
;1
SIZED AS ACCORDING TO COC
r
81 2','
'
AND BOTTOM OF WINDOW TO E
'
-
---
it
MAX. HT. 4Y A.F.F.
I
1
,
FRILL
- , 8T
b) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
;p
'
1
,
Gl..aee
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
r
18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
,
~-
•
• ; W t D
• ;
EXERCISE
i
I
OVER WITH 2904 STUDS, 1/2' OFF
• OF CONf.RETI=„ tNSULAT® AND
15=2"
CARPET
'
-�:. - - --�I, ! :y-� =~�
`I--; �`
p
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PAINTED
I
,
FINISHED AS SP6CPIED. HEADER ACROSS STAIR
RA
POMP OF ORIGIN FROM CONCRETE
,
1
'
, • - • O i 3 -1�"
.7S
61�N
N Vf-Wl�i AS ROi/N/1RFi/ �
29Y-3 3/16
'
POOL-
16'-'7"
IlTG�j
..MM
I
�
ROOM
'
ADD 24" IN
HT. TO ALL
V
FOUNDATIOI
4 WALLS THESE
p
'
TI
AREAS
A8 SUCH
dt
�.
'
INTER
EITHER iN
N4V OR
•4
1 1
' /.Ir----------
----------------------------------------------------
WOOD
MG AS SPW'D
H
1
;
I I m
FOR RAI
MASTER SUITE
----•
1
' ' I 1
'
1 1
1 1 1 1 1 1
1
.
1 1
161--!"
V-0
11
I
. . , 1 1 I
1 1
I 1 1 I 1 I
I
,
♦ �� I 1 1 1
' 1 1 1
`♦ `(' � ,
1 1
1 1
1 1 1 1 1 1
1 1 1 1 1 1
■
�
2W
51-4"
----------- ---- ---- +- ----- - -1" ---- .;---- --- ---+ ---- �----------
-----------
STONE
----- STONE WRAPPED COLLIMNB
TO SUPPORT DECK ,ABOVE ; ; -a
PADS TO BE 8 LARGER IN
11 11
1 t SIZE AND 16" DEEP 1 1
;; 11
PATIO A6 SPBGFII� Fll�A�t DECK AREA—, -,
T
TT-'- ABODE HERE, FINISH
1TTI
1
IN THIS AREA Q
■ 1 1 AND MATERIAL AS SPECb ' 1 � Q
"40 m '
3911-48
1
11
1
V-196 W-4'�'-4' W-34" 5'-ZAi" ■
cWt----- ---- 58 ----
I -n
11
F"360 P6045 P3545 ' I I ----; ♦` •----,
AR3131 ANSI ARMI ; , ; I I 2'-O" x 4L0"
------------_-
1
------------------------------------------------------------------------------------ • ----- --• ' ' ------1----y 7
- t I-�--- T_--- ---- /
-------------------------------------------------------------------------------- --- -- -- ------------ --- ---
I 1 1
BRICK WALLS IN AND OUT AT --L-,
ol
ARCHED OPETIINGS, BRICK TO
UNDER 69M OF WINDOW THRU
1 ,
•I I BAY AREA►, AND AT BAR AS
i t I SPECIFIED BY CONTRACTORof
Q WOOD I* WAY UP WALL
TO CHAIR RAIL MOLD, NSTAIISD"
DRINK SHELF THIS III ALL ► I I I I ilo
i
93
' 1 I ■ I I a
` I I R 1 I X
SITTINGS AREA I 1 4
� i-3A8EMWT LAYOUT BILLIARDS AREA 0 � tu.E
9' POURED CON-. WALLA W/ THICKW A 2 Irl 2" 6 $ I
8 JvCARPETAND
REINFORCING STEEL AS RMID BY
S'"
GENERAL PLAN NOTES:
•I
sN
LOCM. 011111 MG CODES.
b
in
'
; I
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
4" CONC. BLAB FLOOR OVER
MIN. GRAVEL FILL.
TO THE BUILDING SITE, AND EXISTING GRADES.
; I I
ARCHES START AT BO" A.F.F.
4"
6' BEARING WALL W/
I 1
AND SPRING TO 92" A.F.F.
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
I I
r ICK WALL THIS SIDE
; ;
AND/ OR STATE BUILDING CODES. IT 16 THE CONTRACTORS FULL
•;
1
------------------- --; - -- THICK BLAB BY
84'-10"
I
O
R
4". CONC. BLAB ON 4' MIN. top of floor oh"t ing
PEA FILL„ THICKEN EDGE
•4 F
top of foundation
8" CONCRETE BLOCK
FOUNDATION WALL iv top of fill
8" X I6' CONTINUOUS - - —
0 0 CONCRETE FOOTING ■ top of footing
TYPICAL SLAB SECTION
SCALE: 1/2" = 1'-0"
BRICIG
WOOD GARAGE
OPENING TRIM---�,
DROP 8" AT OPENING,
POUR SLAB THROUGH
W/ 1" WATER STOP DRC
I��
C.M.U. FOUNDATION' WALL
FOUNDATION DETAIL
GARAGE OPENING
SCALE: 1/2" s V-0"
• ALL WINDOWS LISTED ARE
AS MANUFACTURED BY
NANDERSEN" 400 SERIES
It
I
i L "
S'"
GENERAL PLAN NOTES:
14•012"
�'-4r
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
in
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
•
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
6' BEARING WALL W/
THE BUILDING, CUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
r ICK WALL THIS SIDE
; ;
AND/ OR STATE BUILDING CODES. IT 16 THE CONTRACTORS FULL
•;
---------
------------------- --; - -- THICK BLAB BY
CLARITY, AND TO INSURE ALL BUB& ARE CLEAR AS TO THE SCOPE
I
I
STOW HEARTH AND FACE
I I
I 1
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
• -----------
- - - - - _
- - - : C 0NCREf E FLOOR CONT.
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
, ;
i AT FIREPLACE WALL ONLY.
RESPONSIBILITY TO VERIFY ACTUAL N® AND SIZES IF NOT SHOWN.
r
BATH Q
CONCRETE 11LA,`,
NOTED OTHERWISE ON PLANS.
(a
1ALL I
it
1 '1=3" i =3'
O
NOTED ON PLAN FOR GIVEN AREA.
- , 8T
b) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
;p
AREAE INSIDE ARE TO BE FRAMED
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
r
18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
a
~-
•
• ; W t D
• ;
CERAMIC ON
PAINTED
is
OVER WITH 2904 STUDS, 1/2' OFF
• OF CONf.RETI=„ tNSULAT® AND
15=2"
-�:. - - --�I, ! :y-� =~�
`I--; �`
p
p ----------
'
FINISHED AS SP6CPIED. HEADER ACROSS STAIR
RA
POMP OF ORIGIN FROM CONCRETE
' ' - r
'
, • - • O i 3 -1�"
a /� . a
61�N
N Vf-Wl�i AS ROi/N/1RFi/ �
29Y-3 3/16
6' -IV °7�1�"
16'-'7"
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STORAGE CLOW
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C�ANTILEYE2 FLOOR •IOW&T,-
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------ HERE FOR IBA114 AND STAIR
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OG COPYR109 90M DAVID MORTON VAA. DAVID MORTON D1B6OMW
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?HESE DRAWINGS ARE THE SOLE F ROPE'R1Y OF DAVID MORTON
360)96'X18' CONC. PAD
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D.B.A. DAVID MORTON DESIGNER/ BUILDER, ANY REPRODUCTION
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09-29-03: REVIEW SET 2
01-09.03: PRELIMINARY PLAN
REVIEWS TOTAL FROM 0'1-09.03
TO FINALS EXCESS OF DATING
03-24-04s FINAL CONSTRUCTION SET
FINISHED BASEMENT PLAN
SWEET 4
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THE BUILDING, CUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT 16 THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLAN& FOR ACCURACY AND
CLARITY, AND TO INSURE ALL BUB& ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL. RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
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4) ALL WALLS W/ BRICK ARE 1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
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18 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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04.24-03: REVIEW SET
09-29-03: REVIEW SET 2
01-09.03: PRELIMINARY PLAN
REVIEWS TOTAL FROM 0'1-09.03
TO FINALS EXCESS OF DATING
03-24-04s FINAL CONSTRUCTION SET
FINISHED BASEMENT PLAN
SWEET 4
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AS RW!D
`2X FRAMING AS RE6t'D
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AL FIREPLACE BOX
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NO SCALE
NOTICE:
T1416 ENTIRE END OF HOUSE NEEDS
DOUBLE FRAMED MG./ FL
DLR TO RAISED CLC. AREAS SHOWN
• ALL WINDOWS LISTED ARE
AS MANUFACTURED BY
'ANDFRSEN' 4100 SERIES
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERWY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GLADE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY' AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. TWE CONTRACTOR ASSUMES ALL REOPONSIBWTY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEW,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL N® AND SIZES IF NOT SHOOM.
4)- ALL WALLS W/ BRICK ARE 1-W, ALL OTHERS TO BE 3-W UNLESS
NOTED OTHERWISE ON PL4N6.
5) ALL CEILINGS ARE W MAIN LEVEL AND 8' UPPER LEVEL OR Ab
NOTED ON PLAN FOR GIVEN AREA.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
o
A
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Q�
A
BATE: 03-21-03
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
04-24031 REVIEW SET
05-29-03: REVIEW SET 2
01-09-03: PRELIMINARY PLAN
REVIEWS TOTAL FROM 01-09-03
TO FINALS EXCESS OF DATING
03-2404: FINAL CONSTRUCTION SET
MAIN FLOOR PLAN
SHEET
I
I
MEDALLION
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AS OPECtr-�
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COPYRIGHT 9003 DAY0 MORTON MD.& DAVID MORTON 9011LD6s
M•• ARCAIFJ,
OR
ON
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVIDVC
=
TOP DOOR LMIT
D.B.A. DAVID MORTON DGSF*NER/ BUILDER. ANY REPR ON
IN WHOLE OR PART OF THESE PLANS WITHOUT THE
IS NOT
a
CONSENT OF THE COPYRKsHT OWNER PERM
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N`
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MANTLE AS SPECIFIED
2-9X12 HEADER OP6TIING\..—
HEARTH EXTENSION
DOUBLE JOIST UNDER 14RWLA
CAP AS REab
APPROVED FLUE PIPE
AS RW!D
`2X FRAMING AS RE6t'D
FABLE METAL DAMPER
AL FIREPLACE BOX
FIREPLACE SECTION
NO SCALE
NOTICE:
T1416 ENTIRE END OF HOUSE NEEDS
DOUBLE FRAMED MG./ FL
DLR TO RAISED CLC. AREAS SHOWN
• ALL WINDOWS LISTED ARE
AS MANUFACTURED BY
'ANDFRSEN' 4100 SERIES
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERWY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GLADE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY' AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. TWE CONTRACTOR ASSUMES ALL REOPONSIBWTY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEW,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL N® AND SIZES IF NOT SHOOM.
4)- ALL WALLS W/ BRICK ARE 1-W, ALL OTHERS TO BE 3-W UNLESS
NOTED OTHERWISE ON PL4N6.
5) ALL CEILINGS ARE W MAIN LEVEL AND 8' UPPER LEVEL OR Ab
NOTED ON PLAN FOR GIVEN AREA.
6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
o
A
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Q�
A
BATE: 03-21-03
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
04-24031 REVIEW SET
05-29-03: REVIEW SET 2
01-09-03: PRELIMINARY PLAN
REVIEWS TOTAL FROM 01-09-03
TO FINALS EXCESS OF DATING
03-2404: FINAL CONSTRUCTION SET
MAIN FLOOR PLAN
SHEET
I
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61'-9il"
A1`
281-1161
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THE LOCATION FOR RAFTER BEARING AROUND THE
PERIMETER OF THE GARAGE WHERE RAFTERS BEAR
THIS cONDITION WILL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE, ALSO NOTE THE ADJUSTMENT OF
GARAGE WALLS AND COMMON GARAGE/ HOUSE WALLS
FOR TALLER JOIST OVER GARAGE AREA IF NOTED ON
PLAN AND ENGINEERED FLOOR LAYOUT.
STAIR LAYOUTS MAY VARY BASED ON
ACrJAL TREAD CUT AND STAIR AREA
AVAILABLE PER PLAN, VERIFY ALL
STAIR LAYOUT AND TREAD AND RISER
SIZES BAS® ON EACH PLAN AND
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CLOSET DESIGN WILL BE BY
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AG REED BY OWNER/ CONTRACTOR
OC COrMrAR %= DAVID MORTON DAA. DAVO 110WON 0016NW/ MUM
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER 0 NOT PERMITTED.
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DATE: 03-21-03
DRAWN 8Y: J.HOL.LEY
SCALE: AS SHOWN
REVISIONS:
04-24-031 REVIEW SET
05-29.03: REVIEW SET Z
01-0903: PRELIMINARY PLAN
REVIQWS TOTAL FROM 01-09-03
TO FINALS EXCESS OF DATING
03-24-041 FINAL CONSTRUCTION SET
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R4.6
1/2" HIGH R INSUL SHEATHING
R4.6
OUTSIDE AIR FILM
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OUTSIDE AIR FILM
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1/2" AIR SPACE
R-.10
1/2' WOOD SIDING
R-.44
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R-.80
TOTAL R -VALUE
R-18,34
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DATE: 03-21-03
DRAWN 15Y: J.HOLLEY .
SCALE: AS SHOWN
REVISIONS:.
04-24-031 REVIBU SET
05-19.03: REVIEW SET 2
01-09.03: PRELIMINARY PLAN
REVIEWS TOTAL FROM 01-09-03
TO FINALS EXCESS OF DATING
03-2404: FINAL CONSTRUCTION .SET
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SCALE: AS SHOWN
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04-24-031 REVIBU SET
05-19.03: REVIEW SET 2
01-09.03: PRELIMINARY PLAN
REVIEWS TOTAL FROM 01-09-03
TO FINALS EXCESS OF DATING
03-2404: FINAL CONSTRUCTION .SET
ROOF PLAN 4 SECTION DETAIL
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